JP3088682U - Seismic tomb - Google Patents

Seismic tomb

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Publication number
JP3088682U
JP3088682U JP2002001457U JP2002001457U JP3088682U JP 3088682 U JP3088682 U JP 3088682U JP 2002001457 U JP2002001457 U JP 2002001457U JP 2002001457 U JP2002001457 U JP 2002001457U JP 3088682 U JP3088682 U JP 3088682U
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Japan
Prior art keywords
stones
prevention member
pedestal
pedestals
fall
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JP2002001457U
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Japanese (ja)
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進 本間
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有限会社霊園サービスセンター
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Abstract

(57)【要約】 【課題】 墓石や外柵を構成する各石材を強固に連結す
ることにより、地震の揺れによる倒壊を防止して耐震性
を高め、作業性、生産性に優れた耐震墓を得ることを目
的とする。 【解決手段】 重ねられた石材で構成される墓石と、
柱、台座、敷石等の石材で構成される外柵と、からなる
墓において、前記墓石を構成する石材や、前記外柵を構
成する柱、台座等の石材の各当接面に前記各石材間に渡
って縦に連通して形成された少なくとも1つの転倒防止
部材挿着孔部に、転倒防止部材が挿着され、前記各石材
が連結されたことを特徴とする耐震墓。
(57) [Abstract] [Problem] A seismic tomb with excellent operability and productivity by firmly connecting tombstones and the stones that make up the outer fence to prevent collapse due to the shaking of the earthquake and improve seismic resistance The purpose is to obtain. SOLUTION: A tombstone composed of piled stone materials,
Pillars, pedestals, outer fences composed of stones such as paving stones, and in a grave, the stones constituting the tombstones, and the respective stones constituting the outer fences are provided on the respective abutting surfaces of the stones such as pedestals. An earthquake-resistant tomb, wherein a fall-prevention member is inserted into at least one fall-prevention member insertion hole formed so as to be vertically communicated therebetween, and the stones are connected.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は墓石や、墓石の周りに配置する外柵の耐震性を高めた耐震墓に関する ものである。 The present invention relates to a seismic tomb with improved seismic resistance of tombstones and outer fences arranged around the tombstones.

【0002】[0002]

【従来の技術】[Prior art]

墓石は永代に渡って長く受け継がれるものであるため、風水害による損傷を防 止するため、重厚な石材が使用されている。一般にこの墓石は、下台の上に、中 台を重ね、この上に上台を重ね、一番上に棹石を重ねた構造となっている。 かかる構造は、各々別個に加工した石材を単に積み重ねて載置するか、接着剤 を接合面に塗布することによって接合されている。また、墓石の周りには柱、台 座、羽目石、敷石等から構成される外柵が配置されるが、墓石と同様に台座の上 に柱などが単に載置されたものであるか、台座と柱などの接合面に接着剤を接合 面に塗布することによって接合されている。また、特開平10−252314号 公報には、墓用小物安定台にガイド突起部を形成し、このガイド突起部に嵌合す る嵌合溝を墓用小物に形成して脱着自在に支持したものや、墓石の棹石を一体と した上台を、かかる上台と中台の間に形成した中空部に連結棒を挿着して、上台 と中台を連結した提案がされている。 Since tombstones are inherited for a long time, heavy stones are used to prevent damage from storm and flood damage. Generally, this tombstone has a structure in which a middle stand is stacked on a lower stand, an upper stand is stacked on top of this, and a stilt is stacked on top. Such structures are joined by simply stacking and placing individually processed stones or by applying an adhesive to the joint surfaces. An outer fence consisting of pillars, a pedestal, sidings, paving stones, etc. is placed around the tombstone, but as in the case of the tombstone, is the pillar or the like simply placed on the pedestal? The joints are applied by applying an adhesive to the joint surfaces such as the pedestal and the pillar. In Japanese Patent Application Laid-Open No. H10-252314, a guide projection is formed on a small tomb stabilizing base, and a fitting groove to be fitted into the guide projection is formed in the small tomb and is supported detachably. A proposal has been made to connect the upper table and the middle table by inserting a connecting rod into the hollow part formed between the upper table and the middle table.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the invention]

このように、上記従来の墓石や外柵の構成における単に積み重ねて載置されて いるだけの墓石や外柵は、地震や台風等の影響を受け、重心の高い棹石や柱など の位置がずれたり、転倒するという問題があった。また、接着剤で接合された墓 石や外柵では、重量が大きいため安定した状態を保持するには接着強度に欠け、 特に地震で剪断応力がかかると一気に剥離してしまうという問題があった。また 、一般に接着剤は樹脂からなるものであるため、雨や温度変化、紫外線の影響を 受けて劣化することによって、耐久性が低下するという問題を有している。 In this way, the tombstones and outer fences that are merely stacked and placed in the above-mentioned conventional tombstone and outer fence configurations are affected by earthquakes, typhoons, etc. There was a problem of shifting or falling. Also, tombstones and outer fences joined with adhesives have a problem that they are not heavy enough to maintain a stable state due to their heavy weight and lack adhesive strength, especially when they are subjected to shear stress due to an earthquake. . In addition, since the adhesive is generally made of a resin, there is a problem in that the adhesive is deteriorated under the influence of rain, temperature change, and ultraviolet rays, thereby lowering durability.

【0004】 また、これらは石材で構成されているため重量が大きく、ずれたり転倒した墓 石や外柵を修正するのは容易ではなく、かなりの労力を要する。また、一旦転倒 すると石材が欠けてしまうことが多く修正が困難である。さらに、地震や地盤沈 下などで土台が傾いた場合には、載置されている棹石や柱等が、滑り落ちる危険 性を含んでいた。また、特開平10−252314号公報に記載されている構造 では、石材にガイド突起や嵌合溝を形成する必要があるため、作業性、生産性が 低い。加えて、連結棒で上台と中台を連結し、棹石と上台は一体成形するものと されているが一体成形した石材を使用するのは作業性、生産性が低い。[0004] Further, since these are made of stone, they are heavy, and it is not easy to correct a tombstone or an outer fence that has slipped or fallen, and it requires considerable labor. Also, once overturned, stones are often chipped, making it difficult to correct. In addition, if the base was tilted due to an earthquake or land subsidence, the mounted stones, columns, etc., had the danger of sliding down. In the structure described in JP-A-10-252314, workability and productivity are low because it is necessary to form guide protrusions and fitting grooves in a stone material. In addition, the upper and middle blocks are connected by connecting rods, and the rod and the upper table are integrally formed. However, using the integrally formed stone material is low in workability and productivity.

【0005】 本考案は、このような事情に鑑みてなされたものであり、墓石や外柵を構成す る各石材を強固に連結することにより、地震の揺れによる倒壊を防止して耐震性 を高め、作業性、生産性に優れた耐震墓を得ることを目的とする。[0005] The present invention has been made in view of such circumstances, and by firmly connecting the stones constituting the tombstones and the outer fence, it is possible to prevent collapse due to the shaking of the earthquake and to improve seismic resistance. The purpose is to obtain an earthquake-resistant tomb with high workability and productivity.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は上記目的を達成するため、次の技術的手段を講じている。すなわち、 本考案は、重ねられた石材で構成される墓石と、柱、台座、敷石等の石材で構成 される外柵と、からなる墓において、前記墓石を構成する石材や、前記外柵を構 成する柱、台座等の石材の各当接面に前記各石材間に渡って縦に連通して形成さ れた少なくとも1つの転倒防止部材挿着孔部に、転倒防止部材が挿着され、前記 各石材が連結されたことを特徴とするものである。 The present invention takes the following technical measures to achieve the above object. That is, according to the present invention, a grave composed of stacked stones and an outer fence composed of stones such as pillars, pedestals, paving stones, etc. A tipping prevention member is inserted into at least one tipping prevention member insertion hole formed in each of the abutting surfaces of the stones such as pillars, pedestals, and the like so as to extend vertically between the stones. And the stones are connected.

【0007】 上記本考案によれば、墓石を構成する各石材や、外柵を構成する各石材間の当 接面に、当該石材間に渡る縦長の転倒防止部材挿着孔部を形成し、かかる転倒防 止部材挿着孔部に転倒防止部材を挿着したので、各石材が相互に強固に連結され 、各石材間のずれや転倒を防止できる。また、各石材に縦孔を形成して、転倒防 止部材を挿着するだけなので作業性、生産性が高い。 一方、従来のように接着剤で接合するものではないため、温度変化や紫外線に よる影響を受けないので耐久性に優れている。転倒防止部材には耐腐食性、高強 度を有する長尺状の金属が用いられ、特にステンレス鋼材が好適である。[0007] According to the present invention, a vertically long falling prevention member insertion hole is formed between the stones constituting the tombstone and the abutment surface between the stones constituting the outer fence. Since the overturn prevention member is inserted into the overturn prevention member insertion hole, the stones are firmly connected to each other, and the slip and overturn between the stones can be prevented. In addition, workability and productivity are high because only vertical holes are formed in each stone and a fall prevention member is inserted. On the other hand, since it is not bonded with an adhesive as in the past, it is not affected by temperature changes or ultraviolet rays, and therefore has excellent durability. A long metal having corrosion resistance and high strength is used for the fall prevention member, and a stainless steel material is particularly preferable.

【0008】 また、本考案にかかる上台の上に棹石を重ねて構造される墓石においては、前 記棹石の当接底面に形成された縦孔と、前記上台の当接上面に形成された縦孔と 、を組み合わせて縦に連通して形成された転倒防止部材挿着孔部に、転倒防止部 材が挿着され、前記棹石と前記上台が連結されたことを特徴とするものである。 上記本考案によれば、墓石を構成する棹石の当接底面と上台の当接上面の双方 に縦孔を設けて、上台の上に棹石を積み重ねることによって縦長の転倒防止部材 挿着孔部を形成して、当該転倒防止部材挿着孔部に転倒防止部材を挿着して、か かる棹石と上台を強固に連結しているので、重心が高く転倒し易い棹石が地震に よる揺れによってずれたり転倒するのを防止できる。[0008] In the tombstone constructed by stacking a stone on the upper table according to the present invention, a vertical hole formed in the contact bottom surface of the stone and the upper surface formed in the contact upper surface of the upper table. A fall prevention member is inserted into a fall prevention member insertion hole formed in a vertically communicating manner by combining the vertical hole and the upper hole, and the rod is connected to the upper base. It is. According to the present invention, vertical holes are provided on both the contact bottom surface of the stake constituting the tombstone and the contact upper surface of the upper stand, and the sloping stones are stacked on the upper stand to thereby provide a vertically long fall prevention member insertion hole. Part, the fall prevention member is inserted into the fall prevention member insertion hole, and the stake and the upper base are firmly connected. It can be prevented from slipping or falling due to the shaking.

【0009】 さらに、本考案にかかる耐震墓は、複数の柱、台座、敷石等で構成された外柵 において、前記柱、台座、敷石等を架設すると共に、前記柱と台座が交差する隅 部分にL字型に屈曲したL型隅金具をあてがい、前記L型隅金具の一片が前記台 座に締着され、他片が前記台座と直交する他の台座または前記敷石に締着される 固定手段とによって、外柵が固定されることを特徴とするものである。 上記本考案によれば、外柵を架設すると共に、外柵の隅部分の各所で当該外柵 を構成する台座、敷石をL型隅金具で締着することにより、当該L型隅金具で台 座や敷石が補強される。したがって、台座や敷石が強固に固定されるので、地震 による損壊を防ぐことができる。[0009] Further, the earthquake-resistant tomb according to the present invention is an outer fence composed of a plurality of pillars, pedestals, paving stones, etc., in which the pillars, pedestals, paving stones, etc. are erected and corners where the pillars and pedestals intersect. An L-shaped corner fitting bent in an L-shape is applied to the base, one piece of the L-shaped corner fitting is fastened to the pedestal, and the other piece is fastened to another pedestal or the paving stone orthogonal to the pedestal. The outer fence is fixed by the means. According to the present invention, the outer fence is erected, and the pedestal and the paving stones constituting the outer fence are fastened with the L-shaped corner fitting at each of the corners of the outer fence. Seats and paving stones are reinforced. Therefore, the pedestal and the paving stones are firmly fixed, so that damage due to the earthquake can be prevented.

【0010】[0010]

【考案の実施の形態】[Embodiment of the invention]

以下、本考案の一実施形態を図を参照して説明する。墓石1の構造は、図1に 示すように、中台5の上に、上台4を重ね、この上に棹石3を重ねた構造となっ ている。また、前記墓石1の周りには外柵2が設けられている。外柵2の主な構 成は、図1および図2に示すように、下台座30の上に四方を取り囲む側壁7と 隅石6が載置され、さらにその上に上台座31および小柱8が載置されている。 図3および図4等に示すように、棹石3の底面中央部には、縦方向に長い断面矩 形をなす縦孔12aが形成され、また上台4の上面中央部には、同じく縦方向に 長い断面矩形をなす別の縦孔12bが形成されている。かかる縦孔12aと12 bはほぼ同じ長さに形成され、これらを組み合わせることによって、転倒防止部 材挿着孔部11が形成され、ここに、転倒防止部材10が挿着されることによっ て、棹石3と上台4が連結するようになっている。前記転倒防止部材10は筒状 に形成され、その素材にはステンレス鋼材が使用される。 Hereinafter, an embodiment of the present invention will be described with reference to the drawings. As shown in FIG. 1, the structure of the tombstone 1 has a structure in which an upper base 4 is stacked on a middle base 5 and a rod stone 3 is stacked thereon. An outer fence 2 is provided around the tombstone 1. The main configuration of the outer fence 2 is that, as shown in FIGS. 1 and 2, a side wall 7 and a corner stone 6 surrounding four sides are placed on a lower pedestal 30, and an upper pedestal 31 and small pillars are further placed thereon. 8 are placed. As shown in FIG. 3 and FIG. 4 and the like, a vertical hole 12 a having a vertically long cross section is formed in the center of the bottom surface of the stake 3. Another vertical hole 12b having a long rectangular cross section is formed. The vertical holes 12a and 12b are formed to have substantially the same length, and by combining them, the overturn prevention member insertion hole 11 is formed, and the overturn prevention member 10 is inserted and inserted therein. Thus, the rod 3 and the upper base 4 are connected. The fall prevention member 10 is formed in a cylindrical shape, and a stainless steel material is used as a material thereof.

【0011】 また、図4に示すように樹脂コーキング材20を前もって縦孔12bに注入し ておき、そこに棹石3の縦孔12aに嵌合させて挿着した転倒防止部材10を、 棹石3と共に挿着する。図3の断面図に示すように、棹石3と上台4が連結した 状態で、上台4に形成された縦孔12bのほぼ中心部には、転倒防止部材10が 固定され、その周りの隙間は樹脂コーキング材20で密封されている。なお、こ のとき転倒防止部材10の上側のほぼ半分が縦孔12aに挿着され、下側のほぼ 半分が縦孔12bに挿着される。As shown in FIG. 4, a resin caulking material 20 is previously injected into the vertical hole 12 b, and the fall prevention member 10 fitted and inserted into the vertical hole 12 a of the rod 3 is inserted into the rod 12. Insert with stone 3. As shown in the cross-sectional view of FIG. 3, in a state where the rock 3 and the upper base 4 are connected, a fall prevention member 10 is fixed substantially at the center of a vertical hole 12 b formed in the upper base 4, and a gap around the fall prevention member 10 is fixed. Are sealed with a resin caulk material 20. At this time, approximately half of the upper side of the fall prevention member 10 is inserted into the vertical hole 12a, and approximately half of the lower side is inserted into the vertical hole 12b.

【0012】 転倒防止部材10は、図1および図2に示すように上記の墓石1の中心部に加 えて、これを取り囲む外柵2の四隅に設けられている。下台座30の四隅の上面 には縦孔12bが、前記下台座に載置される四本の隅石6の上下面には縦孔12 bと縦穴12aが、前記隅石6に載置される上台座31の上下面には縦孔12b と縦孔12aが、さらに前記上台座31に載置される小柱8の底面には縦孔12 aが形成されている。前記棹石3と上台4の連結方法と同様に、前記各石材に形 成された前記各縦孔12bに樹脂コーキング材20を注入して、前記各縦孔12 aに嵌合させて挿着された転倒防止部材10を、前記各石材と共に挿着する。As shown in FIGS. 1 and 2, the fall prevention members 10 are provided at the four corners of the outer fence 2 surrounding the tombstone 1 in addition to the center of the tombstone 1. A vertical hole 12b is placed on the upper surface of the four corners of the lower pedestal 30, and a vertical hole 12b and a vertical hole 12a are placed on the upper and lower surfaces of the four corner stones 6 placed on the lower pedestal. Vertical holes 12b and 12a are formed on the upper and lower surfaces of the upper pedestal 31, and a vertical hole 12a is formed on the bottom surface of the small column 8 mounted on the upper pedestal 31. In the same manner as in the method of connecting the rod 3 and the upper base 4, a resin caulking material 20 is injected into each of the vertical holes 12b formed in each of the stone materials, and fitted and inserted into each of the vertical holes 12a. The fall prevention member 10 is inserted together with the respective stone materials.

【0013】 さらに、図1および図2に示すように、外柵2の四隅にはL型隅金具15が取 り付けられている。墓前面のL型隅金具15は、図2および図5に示すように、 その一片が墓前面の下台座30に、他片が墓側面の下台座30に各々二本のボル ト16で取り付けられている。さらに、墓後面のL型隅金具15は、図2および 図5に示すように、その一片が墓後面の下台座30に、他片が墓側面の下台座3 0に各々二本のボルト16で取り付けられている。 以上のように、転倒防止部材10で墓石1の棹石3、上台4や、外柵2の下台 座30、隅石6、上台座31、小柱8の各石材を連結することで、前記各石材が 強固に固定されるので前記各石材間のずれや転倒を防止できるので、地震が発生 した場合に転倒による損壊が起こりにくい。また、前記各石材に縦孔12aや縦 孔12bを形成して、転倒防止部材10を挿着するだけなので、石材の加工が容 易であり作業性、生産性が高い。一方、従来のように接着剤で接合するものでは ないため、温度変化や紫外線による影響を受ることがなく耐久性に優れている。 さらに、地盤沈下等で地面が傾いた場合にも、各石材間のずれが生じることがほ とんどないので危険性が低くなる。なお、転倒防止部材10には耐食性、高強度 を有する長尺状の金属が用いられ、特にステンレス鋼材が好適である。耐腐食性 、高強度を有するその他のチタン等の金属材料を使用することも可能である。ま た、その他FRP等の高強度の樹脂材料も使用することもできる。転倒防止材1 0は、その長さの上半分を縦孔12aに挿着し、下半分を縦孔12bに挿着する ことで最も高い効果を有する。Further, as shown in FIGS. 1 and 2, L-shaped corner fittings 15 are attached to the four corners of the outer fence 2. As shown in FIGS. 2 and 5, one L-shaped corner fitting 15 on the front of the grave is attached to the lower pedestal 30 on the front of the grave, and the other is attached to the lower pedestal 30 on the side of the grave with two bolts 16 each. Have been. Further, as shown in FIGS. 2 and 5, one L-shaped corner fitting 15 on the rear surface of the grave has one bolt on the lower pedestal 30 on the rear surface of the grave, and the other has two bolts 16 on the lower pedestal 30 on the side surface of the grave. Installed with. As described above, the rock material 3 of the tombstone 1 and the upper pedestal 4 and the lower pedestal 30, the corner stone 6, the upper pedestal 31, and the small pillar 8 of the outer fence 2 are connected to each other by the fall prevention member 10. Since each stone is firmly fixed, it is possible to prevent the stones from being displaced or overturned, so that when an earthquake occurs, damage due to overturn is less likely to occur. Further, since the vertical holes 12a and 12b are formed in each of the stone materials and the fall prevention member 10 is simply inserted, the processing of the stone materials is easy, and workability and productivity are high. On the other hand, since they are not joined by an adhesive as in the past, they are excellent in durability without being affected by temperature changes or ultraviolet rays. Furthermore, even if the ground is tilted due to land subsidence, etc., there is almost no deviation between the stones, so the risk is reduced. Note that a long metal having corrosion resistance and high strength is used for the overturn prevention member 10, and a stainless steel material is particularly preferable. It is also possible to use other metal materials such as titanium having high corrosion resistance and high strength. Other high-strength resin materials such as FRP can also be used. The overturn prevention member 10 has the highest effect by inserting the upper half of the length into the vertical hole 12a and inserting the lower half into the vertical hole 12b.

【0014】 さらに、各縦孔12bと転倒防止部材10との隙間に樹脂コーキング材を充填 することによって、施工が容易となり、転倒防止部材10のがたつきが無くなる と同時に、地震が発生した場合に樹脂コーキング材の振動を緩衝する作用によっ て、墓石1や外柵2をより安定した状態に保つことができる。樹脂コーキング材 は特にシリコン系の樹脂からなる樹脂コーキング材が好適である。その他、エポ キシ系、ポリウレタン系、ポリクロロプレン系の樹脂コーキング材を使用するこ ともできる。Further, by filling the gap between each of the vertical holes 12b and the overturn prevention member 10 with a resin caulk material, the work is facilitated, the backlash of the overturn prevention member 10 is eliminated, and at the same time, when an earthquake occurs. By virtue of the function of buffering the vibration of the resin caulking material, the tombstone 1 and the outer fence 2 can be kept more stable. As the resin caulking material, a resin caulking material made of a silicon-based resin is particularly preferable. In addition, epoxy-based, polyurethane-based, and polychloroprene-based resin caulks can also be used.

【0015】 図6の断面図に示すように、L型隅金具15はボルト16で下台座30に取り 付けられている。下台座30の凹部はボルト16のネジ部の径よりも大きく形成 されており、この前記凹部に樹脂コーキング材20と当該樹脂コーキング材の内 側に固着される金属コーキング材21が注入される。この金属コーキング材は鉛 や錫等や、その他の柔軟性を有する金属材料が用いられ、ボルト16をねじ込む と同時に前記コーキング材にねじが切られることによって、ボルト16が固定さ れ、L型隅金具15が下台座30に締着される。また、金属コーキング21の周 囲に樹脂コーキング材20を設けることにより、ボルト16がねじ込まれた金属 コーキング材21の広がりを吸収し、ボルト16の締め付け力をアップさせる。 第一の実施形態は以上のとおりであり、このような構成とすることで耐震性の高 い墓を提供することができる。As shown in the sectional view of FIG. 6, the L-shaped corner fitting 15 is attached to the lower pedestal 30 with bolts 16. The concave portion of the lower pedestal 30 is formed to be larger than the diameter of the screw portion of the bolt 16, and the resin caulk material 20 and the metal caulk material 21 fixed to the inside of the resin caulk material are injected into the concave portion. The metal caulking material is made of lead, tin, or another metal material having flexibility. The bolt 16 is screwed and the caulking material is threaded at the same time, so that the bolt 16 is fixed and the L-shaped corner is fixed. The metal fitting 15 is fastened to the lower pedestal 30. Further, by providing the resin caulking material 20 around the metal caulking 21, the spread of the metal caulking material 21 into which the bolt 16 is screwed is absorbed, and the tightening force of the bolt 16 is increased. The first embodiment is as described above. With such a configuration, a grave with high earthquake resistance can be provided.

【0016】 図7は本考案にかかる第二の実施形態であり、第一の実施形態の墓の前面に大 柱9や敷石13からなる外柵2が増設されたものである。第一の実施形態と同一 の石材は同じ符号を付した。本実施形態では、図7および図8に示すように、転 倒防止部材10は墓石1の中心部と、この墓石1の周辺部に配置される外柵2の 四隅および、前面の隅の二カ所に設けられている。また、L型隅金具15も墓石 1の周辺部に配置される外柵の四隅および、前面の隅の二カ所に設けられている 。墓石1の周辺部に配置される外柵2に設けられた転倒防止部材10と、L型隅 金具15は第一の実施形態とほぼ同一に設けられるが、側面中央部上側の二本の 転倒防止部材10は手摺14の一側部上下に設けられ、側面中央部のL型隅金具 15は一片を下台座30に他片は敷石13に締着されている。FIG. 7 shows a second embodiment according to the present invention, in which an outer fence 2 composed of a large pillar 9 and a paving stone 13 is added to the front of the tomb of the first embodiment. The same reference numerals are given to the same stones as in the first embodiment. In this embodiment, as shown in FIGS. 7 and 8, the fall prevention member 10 is provided at the center of the tombstone 1, at the four corners of the outer fence 2 arranged around the tombstone 1, and at the front corner. It is provided in several places. Also, L-shaped corner fittings 15 are provided at two corners of the outer fence and the front corner arranged around the tombstone 1. The overturn prevention member 10 and the L-shaped corner fitting 15 provided on the outer fence 2 arranged in the periphery of the tombstone 1 are provided substantially in the same manner as in the first embodiment. The prevention member 10 is provided on the upper and lower sides of the handrail 14, and one piece of the L-shaped corner fitting 15 at the center of the side face is fastened to the lower pedestal 30 and the other piece is fastened to the paving stone 13.

【0017】 また、大柱9の底面に縦孔12aを形成し、この縦孔12aと対応する外柵2 の前面に設置された下台座30の上面に縦孔12bを形成して、転倒防止部材挿 着孔部11とする。この転倒防止部材挿着孔部11に転倒防止部材10を挿着し て、大柱9と下台座30が連結される。第二の実施形態は以上のとおりであり、 外柵2を増設した場合においても、各石材間のずれや転倒を防止できるので、地 震が発生した場合に転倒による損壊が起こりにくい。 図9は、墓石1に設けた転倒防止部材10の他の実施形態を表したものである 。(a)は棹石3と上台4の当接面および、上台4と中台5の当接面に転倒防止 部材10を各々一本ずつ設けた実施形態である。(b)は棹石3と上台4の当接 面および、上台4と中台5の当接面に転倒防止部材10を各々二本ずつ設けた実 施形態である。(c)は転倒防止部材10を棹石3から中台5まで貫通させ、棹 石3、上台4、中台5を連結させた実施形態である。このような構成とすること で、棹石3と上台4が連結されるばかりでなく、さらに中台5が連結されるので 強い地震が発生した場合にも、前記各石材間のずれや転倒を防止できるので、よ り安定した状態を保持することができる。Further, a vertical hole 12a is formed in the bottom surface of the large pillar 9 and a vertical hole 12b is formed in the upper surface of the lower pedestal 30 installed on the front surface of the outer fence 2 corresponding to the vertical hole 12a, thereby preventing falling. The member insertion hole 11 is used. The pillar 9 and the lower pedestal 30 are connected by inserting the fall prevention member 10 into the fall prevention member insertion hole 11. The second embodiment is as described above. Even in the case where the outer fence 2 is added, it is possible to prevent the displacement and the fall between the respective stone materials, so that when the earthquake occurs, the damage due to the fall hardly occurs. FIG. 9 shows another embodiment of the fall prevention member 10 provided on the gravestone 1. (A) is an embodiment in which one tipping prevention member 10 is provided on each of the contact surface between the rod 3 and the upper table 4 and the contact surface between the upper table 4 and the middle table 5. (B) shows an embodiment in which two fall prevention members 10 are provided on each of the contact surfaces between the rod 3 and the upper table 4 and between the upper table 4 and the middle table 5. (C) is an embodiment in which the fall prevention member 10 is penetrated from the rod 3 to the center 5, and the rod 3, the upper table 4, and the center 5 are connected. With such a configuration, not only the rod 3 and the upper base 4 are connected, but also the middle base 5 is connected. Since it can be prevented, a more stable state can be maintained.

【0018】 また図10は、転倒防止部材10の他の実施形態を表したものである。(a) は、転倒防止部材10をパイプ状に形成したものである。(b)は、転倒防止部 材10の上下の端面の一部を凹状に形成したものである。このような形態とする ことによって、コーキング材の転倒防止部材10への密着性を高くすることがで きるので、墓石1をより安定した状態に保持することができる。また、(c)は 転倒防止部材10をパイプ状の外側部10bと筒状の内側部10aで構成したも のである。かかる(c)の転倒防止部材10を墓石1に適応した場合は、転倒防 止部材10bは図4に示す上台4の上面に形成された縦穴12bに前もって挿着 され、そこに転倒防止部材10aと共に棹石3が連結される。したがって、転倒 防止部材10の周辺部の補強効果によって地震の揺れに対してさらに安定した状 態を保持することができる。なお、転倒防止部材10bと転倒防止部材10aの 間に隙間を形成してコーキング材を注入してもよい。FIG. 10 shows another embodiment of the fall prevention member 10. (A) is a shape in which the fall prevention member 10 is formed in a pipe shape. (B) is one in which the upper and lower end faces of the overturn prevention member 10 are partially formed in a concave shape. By adopting such a configuration, the adhesion of the caulking material to the overturn prevention member 10 can be increased, so that the tombstone 1 can be held in a more stable state. (C) shows that the overturn prevention member 10 is constituted by a pipe-shaped outer portion 10b and a cylindrical inner portion 10a. When the fall prevention member 10 of (c) is applied to the tombstone 1, the fall prevention member 10b is inserted in advance into a vertical hole 12b formed on the upper surface of the upper base 4 shown in FIG. At the same time, the rock 3 is connected. Therefore, a more stable state against the shaking of the earthquake can be maintained by the reinforcing effect of the peripheral portion of the fall prevention member 10. A caulking material may be injected by forming a gap between the overturn preventing member 10b and the overturn preventing member 10a.

【0019】 本考案にかかる実施形態は以上のとおりであるが、その他種々の実施形態に応 じた設計変更は可能である。The embodiments according to the present invention are as described above, but design changes according to various other embodiments are possible.

【0020】[0020]

【考案の効果】[Effect of the invention]

本考案によれば、墓石や外柵を構成する各石材を転倒防止部材で強固に連結す ることで、前記各石材間のずれや転倒を防止できるので、地震の揺れによる倒壊 を防止して耐震性を高め、作業性、生産性に優れた耐震墓を提供することができ る。 According to the present invention, since the stones constituting the tombstone and the outer fence are firmly connected by the fall prevention member, the slip and the fall between the respective stones can be prevented, so that the fall due to the shaking of the earthquake is prevented. Seismic tombs with improved seismic resistance and excellent workability and productivity can be provided.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案の第一の実施形態による墓石と外柵の正
面図である。
FIG. 1 is a front view of a tombstone and an outer fence according to a first embodiment of the present invention.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】図2のA−A線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】棹石と上台を転倒防止部材で連結する状態を示
す斜視図である。
FIG. 4 is a perspective view showing a state in which the pole and the upper base are connected by a fall prevention member.

【図5】L型隅金具を下台座に取り付けた状態を示す斜
視図である。
FIG. 5 is a perspective view showing a state where an L-shaped corner fitting is attached to a lower pedestal.

【図6】図5のB−B線断面図である。FIG. 6 is a sectional view taken along line BB of FIG. 5;

【図7】第二の実施形態による墓石と外柵の斜視図であ
る。
FIG. 7 is a perspective view of a tombstone and an outer fence according to the second embodiment.

【図8】図7の平面図である。FIG. 8 is a plan view of FIG. 7;

【図9】(a)棹石と上台、および上台と中台の各当接
面に各一本の転倒防止部材を挿着して連結した他の実施
形態を示す正面図である。 (b)棹石と上台、および上台と中台の各当接面に各二
本の転倒防止部材を挿着して連結した他の実施形態を示
す正面図である。 (c)転倒防止部材を中台に貫通させて転倒防止部材を
挿着した他の実施形態を示す正面図である。
FIG. 9 (a) is a front view showing another embodiment in which one tipping prevention member is inserted and connected to each abutting surface of the pallet and the upper base, and each of the abutment surfaces of the upper base and the middle base. (B) It is a front view which shows the other embodiment which inserted and connected each two overturn prevention members to each abutment surface of a boulder and an upper stand, and each upper and a middle stand. (C) It is a front view which shows the other embodiment in which the fall prevention member was penetrated by the base, and the fall prevention member was inserted.

【図10】(a)パイプ状に形成した転倒防止部材の斜
視図である。 (b)上下の端面の一部を凹状に形成した転倒防止部材
の斜視図である。 (c)パイプ状の外側部と筒状の内側部に形成した転倒
防止部材の斜視図である。
FIG. 10A is a perspective view of a tipping prevention member formed in a pipe shape. (B) It is a perspective view of the overturn prevention member which formed a part of upper and lower end surface in concave shape. (C) It is a perspective view of the fall prevention member formed in the pipe-shaped outer part and the cylindrical inner part.

【符号の説明】[Explanation of symbols]

1 墓石 2 外柵 3 上台 4 中台 10 転倒防止部材 11 転倒防止部材挿着孔部 15 L型隅金具 DESCRIPTION OF SYMBOLS 1 Gravestone 2 Outer fence 3 Upper stand 4 Middle stand 10 Fall prevention member 11 Fall prevention member insertion hole 15 L-shaped corner fitting

Claims (3)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 重ねられた石材で構成される墓石と、
柱、台座、敷石等の石材で構成される外柵と、からなる
墓において、前記墓石を構成する石材や、前記外柵を構
成する柱、台座等の石材の各当接面に前記各石材間に渡
って縦に連通して形成された少なくとも1つの転倒防止
部材挿着孔部に、転倒防止部材が挿着され、前記各石材
が連結されたことを特徴とする耐震墓。
1. A tombstone composed of stacked stones,
Pillars, pedestals, outer fences composed of stones such as paving stones, and in a grave, the stones constituting the tombstones, and the respective stones constituting the outer fences are provided on the respective abutting surfaces of the stones such as pedestals. An earthquake-resistant tomb, wherein a fall-prevention member is inserted into at least one fall-prevention member insertion hole formed so as to be vertically communicated therebetween, and the stones are connected.
【請求項2】 上台の上に棹石を重ねて構成される墓石
において、前記棹石の当接底面に形成された縦孔と、前
記上台の当接上面に形成された縦孔と、を組み合わせて
縦に連通して形成された転倒防止部材挿着孔部に、転倒
防止部材が挿着され、前記棹石と前記上台が連結された
ことを特徴とする請求項1に記載の耐震墓。
2. A tombstone constructed by stacking a rod on an upper stand, wherein a vertical hole formed on a contact bottom surface of the rod and a vertical hole formed on a contact upper surface of the upper stand. 2. The seismic tomb according to claim 1, wherein a fall prevention member is inserted into a fall prevention member insertion hole formed in a vertically communicating manner in combination, and the pole and the upper base are connected. 3. .
【請求項3】 複数の柱、台座、敷石等で構成された外
柵において、前記柱、台座、敷石等を架設すると共に、
前記柱と台座が交差する隅部分にL字型に屈曲したL型
隅金具をあてがい、前記L型隅金具の一片が前記台座に
締着され、他片が前記台座と直交する他の台座または前
記敷石に締着される固定手段とによって、外柵が固定さ
れることを特徴とする請求項1または2に記載の耐震
墓。
3. An outer fence composed of a plurality of pillars, pedestals, paving stones, etc., wherein said pillars, pedestals, paving stones, etc. are erected.
An L-shaped corner fitting bent into an L-shape is applied to a corner portion where the pillar and the pedestal intersect, one piece of the L-shaped corner fitting is fastened to the pedestal, and the other piece is another pedestal orthogonal to the pedestal or The seismic tomb according to claim 1 or 2, wherein the outer fence is fixed by the fixing means fastened to the paving stone.
JP2002001457U 2002-03-19 2002-03-19 Seismic tomb Expired - Fee Related JP3088682U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002001457U JP3088682U (en) 2002-03-19 2002-03-19 Seismic tomb

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002001457U JP3088682U (en) 2002-03-19 2002-03-19 Seismic tomb

Publications (1)

Publication Number Publication Date
JP3088682U true JP3088682U (en) 2002-09-20

Family

ID=43239979

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3088682U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005139746A (en) * 2003-11-07 2005-06-02 Yupendy Co Ltd Grave
JP2005344427A (en) * 2004-06-04 2005-12-15 Aoki Sekizai Kk External fence structure for tomb
JP2006233595A (en) * 2005-02-25 2006-09-07 Masaoki Takahashi External fence for tomb
JP2007092423A (en) * 2005-09-29 2007-04-12 Isao Negishi Grave
JP2018091061A (en) * 2016-12-05 2018-06-14 泰照 佐伯 L type connection fittings

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005139746A (en) * 2003-11-07 2005-06-02 Yupendy Co Ltd Grave
JP2005344427A (en) * 2004-06-04 2005-12-15 Aoki Sekizai Kk External fence structure for tomb
JP2006233595A (en) * 2005-02-25 2006-09-07 Masaoki Takahashi External fence for tomb
JP2007092423A (en) * 2005-09-29 2007-04-12 Isao Negishi Grave
JP2018091061A (en) * 2016-12-05 2018-06-14 泰照 佐伯 L type connection fittings

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